HomeMy WebLinkAboutClipped Aluminun Tube Mullion\ti
JELD-EVEN
CLIPPEDAL L7AZINUMTUMAIMLION
Lf1RGEAND SMALL MISSILEIWACTRESISTAAT - BV"
MULL[ON SPA N VS. LOAD 0WTS TABLES - MSTALLATTONAATHORAGEDETAAS
GENERAL NOTES:
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OFTHE FLORIDA
BUMNO CODE, FOR USE WTTHINAND OUTSIDETHE HIGH VELOCITYHURRICME ZONE PER TAB 201120212D3, ANDILLUMINUM
DESIGN MANUAL
2. NO 83.11J11 INCREASE IN ALLOWABLE STRESS HAS SEEN USED IN THE DESIGN OF THIS SYSTEM
Cd4A HAS BEEN USED FOR WOOD ANCHOR DESION.
3. POSITIVEAND NEGATIVE DESIGN PRESSURES CALCULATED FORUSE WRTHTHIS STIGTEII SHALL BE DETERMINED BYOTHERS ON A
JOB SPECIFIC BASS IN ACCORDANCE WITH THE GOVERNING KOOE.
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE FOR SITE CONDMONS
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR RE:OSTEREDARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMET.
IL PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BMW
(BY OTHERS) SHALL BE ANCHORED PROPERLY To TRANSFER LOADS To THE DOBTING STRUCTURE
B. ALL EK RUSIONS SHALL BE 0053-111 ALUMINUM ALLAY, UNLESS NOTED OTHERWWF-
7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS, eq. WIND
LOAD RESISTANCE, AIR& WATER INFILTRATION, FORCED ENTRY. SAFEGUARDS, ETC.
S. TCP S BOTTOM DERAILS SHOWN MAY BE INTERCHANGED AS SE LO CONDITIONS DICTATE MULLIONS MAY BE MOUNTED VERTICALLY
OR HORIZOMALLYAB APPLICABLE.
S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
10. WOOD HOSTSTRUC LIRE SHALL BE'SOUTHERN PINE•O= Q52 OR GREATER DENSITY.
11. MINIMUMANCHORFAIBEOMENTSHALL BEAD NOTED IN HEREIN, MINIMUM EMBEDMENTAND EDGEDISTANCEEXCWDESSUICOD,
FOAM, BRICK AND OTHER WALLFTNLSKES.
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT, VERIFY IMPACT RESISTANCE OFFENESTRATION PRODUCTS
TO BE USED WITH THESE MUWONS.
11 MULLIONS SHOWN HEREIN MAY BE USED IN LARGE MWILESTPACT, SMALL MISSILE IMPACT,AND NON-IMPAOTAPPUCATXM
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, WOOD BUCIONG SHALL
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES.
IL IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. DISSIMILARMETALS INCLUDING
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED.
TABLEOFCONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL NOTES, ENSTALIAT ION NOTES & ANCHORSCHEOULE
2
ELEVATION
3
COMPONENTS
4
OCUP AND T-CLIP INSTALLATION DETAILS
6
'GOA4pp87' CLIP INSTALLATION DETAILS
B d 7
MULLION SPAN VS. LOAD WIDTH TABLES
INSTALLATION NOTES:
1. ANCHORS SHALL BE INSTALLED INACCORDANCE WITH MANUFACTURER& RECOMMENDATIONS.
2. ENSURE MINIMUM EDGE DISTANCE FORALLANCHORSAS 2414'TO CONCRETE AND T TO HOLLOW BLOCK
3. WHEREANCHORS FASTEN TO NARROW FACE OF STUD FRAAINQ, ANCHORSKALL BE LOCATED IN CENTS ROF
NOMINAL Me (MIN) WOOD STUD #z.314• EDGE DISTANCE IS ACCEPTABLE FORMCHORS70 WOOD FRAMING).
4. ANCHORS TO STEEL ORALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 17P,
6, WOOD HOSTSTRU6IURE SHALL HAVE SPECIFIC GRAVITY (SO) • DAG CROREATiR
6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EABEDMENTAND EDGE DISTANCE,
EXCLUDES STUCCO, FOAM, BRICK,AN13 OTHER WALL FINISHES
7. FOR SITE CONDITIONS DIFFERENTFRONTHE CONDITIONS DETAILED HEREIN WIHKNTHE HVF4 AONE•TDAE
SITE -SPECIFIC NOTICE OF ACCEPTANCESHALL BE APPLIED FORAND SECURED FROM THE MIAMFDADE
BUILDING CODE COMPLIANCE OFFICE PRODUCTOONTROL DIVISION.
S. FORSITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE 7EHNHZ,THE
BUILDING OFFICIAL MAY REQUIRE A ONETIME BITESPECIFIO NOTICE OFACCEPTANCE BE OBTAINED, OR
THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND SEALED BYA LICENSEDE7NGINER OR
REGISTERED ARCHITECT, WHICH DETALANDJUSTIFYTHEDEVIATION.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, DUSTING CONDITIONS MAYVARY, FIELD VERIFY THAT
FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS, NOT SHEATHING.
III PRESSURE TREATED WOOD BUCKS (BY CTHEM SWILL BE ANCHORED PROPERLY TO TRANSFER LOADS
TOTHEENSTING STRUCTURE.
11. ANCHORSTO CONCRETEAND HOLLOW CONCRETE BLOCK MAY NOT SEURED IN CONJUNCTION WITH
MAL-POST'CLIPAND CUP PLATE
ANCHOR SCHEDULE:
1. TO CONCRETE BLOCK
1.1. 8115• DIA. ITVIADVANCE THREADFORM TAPCON8 WITH 1' MONIMUM EMBEOMENTAND 2' MINIMUM
EDGE DISTANCE.
12. ATTACHMENT MAYBE MADE THROUGH 1X OR 2X WOOD BUCKS CR DIRECTLY INTO MASONRY.
2. TO 2E00 PSI MINIMUM CONCRETE
2.1. S/18' OIA. TTW ADVANCE THREADFORM TAPCONS WITH 1-1f2' MINIMUM EMBEDIAENTAN132-1114•
MINIMUM EDGE DISTANCE
22. ATTACHMENT MAYBE MADETHROUGHIXOR2XWOOD BUCKS ORDIRECTLY INTO CONCRETE.
3. TO 2X WOOD BUCK ORZX WOOD FRAME HOST SUBSTRATE
3.1. N10 WOOD SCREWS OF AYO TAPPING SCREWS (SAS OR SOS) WITH 1.112' MINIMUM EMBEDMENT
AND SW MINIMUM EDGE DISTANCE.
4. TO 118' THICK MINIMUM 6083-TS ALUMINIUM OR STEEL SUBSTRATE (FIN a Fly- 22 KBI MINIMUM)
4.1. 910 316 STAINLESS STEEL SHEET METAL SCREW (SMS) OR SELF DRILLING SCREW (SOS) WITH
FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND lir MINIMUM EDGE DISTANCE
I
,I
O
LO
'. R*m J. AMMIM P.E. '
FMdTPJL No. 49M2
SHAPE
INCLUDI
L7
uo
\\
FENESTRATION
� InmoucrFla4
SEPARATEAPPIWAL \\
W.
MUWON
'11
4
4
8
MULLJON
MULUON
-2
FENESTRATION
PRODUCT PER
FENESTRATION
PRODUCTIPER
FENESTRATION
PRODUCTPER
We
SEPARATE
APPROVAL
SEPARATE
APPROVAL
SEPARATE
APPROVAL
FlIP
4 S
Flll�
4 8
I
�W3 W4 WE�
NMM—
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE
UNUM TM PROVIDED THAT MULLION LMTTATTONS NOS HEREIN ARE NOT
EXCEEDED.
Z ANCHORAGE OF FENESTRATION PRODUCTS TO MlIUIONS GHALLBEPER
SEPARATE APPROVAL
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN
SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WDTHS SHALL BE DETEAMDIEDAS FIXlOWB:
4.1. MULLION'K
4.1.1. MULLION SPAN •L1
4.12. TRISUTARYWIDTH=(W1+W2y2
42 MULUON'B'
421. MULLION SPAN. L2
422 TRISUTARYWDTH•(NG+W4ye
43. MULUON'C'
43.1. MULLION SPAN-L3
432 TRIBUTARY WIDTH -(W4+W6y!
1 MULLED FENESTRATION
PRODUCTS WITH TRANSOM
1 O TERIORELEVATIONSHOWN
NOTE. MULLION DESIGNATIONS (MULLION 'A', MULLION 'B'AND MULLION'C7 PROVIDED
IN DETAILS 1/1, 211 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE
DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS
SHOWN IN THE REFERENCED DETAILS MAYBE ANY MULLION APPROVED HEREIN.
MULLION
OR -
SUSSTRATE
FENESTRATION PRODUCT PER —7
SEPARATEA PIMAL
.......- A Hd�V21 W1
W2
Imo---- L1-I
NOTES:
1. UNUMTTED NUMBER OF FENESTRATION PRODUCTS MAY BE
MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION
I.IRATION8 NOTED HEREIN ARE NOT EXCEEDED.
2 ANCHORAGE OF FENESTRATION PRWUC78 TO MULLIONS SHALL
BE PER SEPARATEAPPROVA_
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM
DESIGN SCHEDULES.
4. MULLION SPANS MID TRIBUTARYVMM BHALLSE DETERNN®
AS FOLLOWS:
4.1. MULLION
4.1.1. MUUIONSPAN-Li
4.12. TRIBUTARY WIDTH c(M+W42
2 FENESTRATION PRODUCTS
MULLED VERTICALLY
1 EXTERIOR ELEVATION SHOWN
FENESTRATION
PRODUCTPER
MULLION
SEPARATE
OR
APPROVAL
GUBSTRATE
MULLION
A'
FENESTRATION
PER
�SEPAARRAATTE
L7
I
APPROVAL
1
NOTES
1. UNLINREONUMSEROFFENESIRATION FRODUCISMAY
BE MUUEDTOGETHERA8 SHOWN PROUDEDTHAT
MULLION LMRATIONS NOTED HEREINARENOT
EXCEEDED.
2 ANCHORAGE OF FENESTRATION PRODUCTEITO
MULLIONS SHALL BE PER SEPARATEAPPROVAL
3. ALLOWABLE DESIGN PRESSURES SHALL BE
DETOWNEO FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTAi.YWIDTHB SHALL BE
DETEFUNE0ASFOUOYIB:
4.1. MUUJON'
4.1.1. MULUON SPAN • L7
43A TRIBUTARY WIDTH •(Wt+Vr42
3 FENESTRATION PRODUCTS
MULLED HORIZONTALLY
Q,)
I7RTBUOR T3EVATIDN BROWN
II
i 1 id2i'd
f wj.A=non,P.E
F1010RE N%4WR
1.000'
3.000' 0.125'
I
4 1" X T MULLION
6063d& ALUM.
r---I-- t.oao•
0.125'
4.000'
L
1" X 4" MULLION
2 666348ALUM.
{-- 4.388'
0.125'
�TYP.
m
1.000'
�- 2.311 • -I
1.375'
i 4t 0.312' 0.376'
ANCHOR LOCATON, 0.750•
TYPICAL
'GOAL -POST CLIP
J 806&T8 ALUM.
1.950"
- 0.975"
0.726'
0.478'
0.125"
2.11I 0' 0.125'
L 4
I I- 5.-�{
3.00050'D'
,o 0-77
�- 0.4;' , ,
n
FOR USE
WITHPX4°
MULLION
o
LOWWK
0.726'
Iw0.476'
0.125'
2.110, 0.125,
u
0.438' . FOR USE
WITH1°X4'LU
MULLION
zoc
ANCHOR LOCATION,
TYPICAL
0.110' o 0 0
o • FORUSE
4nQ FOR USE
4 30' 0.438' ' 0.438'
0.970' WITH • n e WITH1°X3'
PI MULLIONti MULLION
o
-*-4 AWOR Ur.Vft u�unoR,
1.695'
.29'
�1'GOAL-POST' CUP PLATE T-CLIP G C-CLIP
`t 8083T6ALUM. 6063•TOALUM. V 6065•TBALUM.
R3bW.LkMnmA RE
Fbft P.E. W. 49M
1"x 3" 0r 1" x 4" MULUON
#10 SMS OR SOS
MULTH
LION
TU 0NINTO
1" x W or 1" x 4" MULLION
010 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
MULLION
1 n ,� n
n 1
o o
SD#1(4 PER HEAD 2"
#1oFLATHEAD 2" #10FLATHEAD
SDS, (4) PER CLIP .1 SDS, (4) PER CLIP
39' 4's
4" MULLION Ztr x 3" 1' x4"
MULLION MULLION
TYPICAL ATTACHMENT AT 1" X 3" MULLION ATTACHMENT AT 1" X 4" MULLION ATTACHMENT AT
1 MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP 3 MULLION INTERSECTION W/C-CLIP
\,V VERMALSECnON \_4j SIDEELEVAnoN 4 SIDEELEVATION
r-- SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) —
ANCHORS PER
SCHEDULE, (4)•
PER CUP
�1"xWor1"x
4' MULLION
TYPICAL ATTACHMENT
)WITH T-CLIP
4 VERTICALSECrIM
-_S ANCHORSPER
SCHEDULE, (4) PER
CLIP
B D.
ft
ANCHORS PER 114 " 1
SCHEDULE, (4) O 0
O
PER CLIP 2" 2"
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD
SDS, (4) PER CUP SDS, (4) PER CLIP SDS (4) PER CLIP
1"x3'
1"x4"
MULLION
MULLION -
1" X 3" MULLION
1' X 4' MULLION
i51ATTACHMENT WITH T-CLIP
i81ATTACHMENT WITH T CLIP
�DE ELEVATION
4 SIDE ELEVATION
rta■uumn■aP.e
FI■Id RE Nm 49M
i
■
of Il
SUPPORTING SUBSTRATE
(SEE ANCHOR SCHEDULE)
EDGE
DIST.
ANCHORS PER
SCHEDULE EXCEPT
FOR ANCHORS TO
CONCRETE BLOCK
(CMU) OR CONCRETE
1 3/8" MIN. INTEMOR
3/8" MIN.
EXTERIOR
L #10 FLATHEAD
SDS, (4) PER CLIP
1" x 3' or 11 x V MULLION ,
5
TYPICAL ATTACHMENT WITH
1 'GOAL -POST CLIP
6 SIDEELWAMON
NOTE:'GOAL-POST CLIP AND
CLIP PLATE SHALL NOT BE
USED WITH 3116' TAPCONS
FOR ANCHORAGE TO
CONCRETE OR HOLLOW
CONCRETE BLOCK. MAY BE
USED ONLY FOR
ANCHORAGE TO WOOD,
ALUMINUM OR STEEL
1.95"
#10 FLATHEAD 1.375"
SDS, (4) PER CLIP —�
�o
A MULLION
6
—
ANCHORS PER
SCHEDULE EXCEPT
FOR ANCHORS TO
CONCRETE BLOCK
(CMU) OR CONCRETE
a
c
O
�t
M
TYPICAL ATTACHMENT WITH
2 'GOAL -POST CLIP
6 MMON
m C!
wbm .%AmonRP.E
FM7�P.E Na 4VlBt
of II
DESIGN SCHEDULE: V'xY MULLION WITH 'GOAL -POST' CLIP
MULLION
SPAN
TRIBUTARY WIDTH
18" 21" 24" 1 27" 30" 33" 36" 39" 42" 1 46" 40" 63"
10c"
27.6
23.6
20.8
1 18.3
16.6
16.0
13.8
12.7
11.8
11.0
10.3
rfflgr
109,
32.8
28.1
24.6
_ 21.8
19.7
17.9
16.4
16.1
14.0
13.1
12.3
.11.1
9c•
37.0
31.7
27.6
24.7
22.2
20.2
18.6
17.1
15.9
14.8
13.9
12.6
90"
44.9
38.5
33.7
30.0
27.0
24.6
22.5
20.7
19.3
18.0
16.9
15.3
86"
61.6
44.1
38.6
34.3
3D.9
28.1
25.8
23.8
22.1
20.0
10.3
17.6
84"
55.3
47.4
41.6
36.8
33.2
30.1
27.6
26.6
23.7
22.1
20.7
18.8
80"
84.0
64.8
1 48.0
42.7
3BA
1 34.9
320
29.6
27A
26.8
24.0
21.7
78"
66.0
66.0
49.5
44.0
39.8
1 30.0
33.0
30.5
28.3
28.4
24.8
22.4
76"
67.8
58.1
50.8
46.2
40.7
37.0
33.9
31.3
29.0
27.1
26.4
230
72"
71.6
61.3
53.7
47.7
42.9
39.0
36.8
33.0
30.7
28.6
26.8
24.3
call
76.0
88.9
68.5
62.0
46.6
42.8
39.0
38.0
33A
31.2
29.3
20.5
80"
76.0
73.6
04.4
67.2
61.5
46.8
42.9
39.6
36.6
34.3
322
29.2
_ 54"
76.0
76.0
71.6
63.6
57.2
62.0
47.7
444
40.9
38.2
35.8
324
60.8"
76.0
75.0
76.0
67.9
61.1
65.6
60.9
47.0
43.8
40.7
38.2
34.6
48"
76.0
76.0
76.0
71.6
84.4
66.5
63.7
49.5
46.0
42.9
40.2
38.4
42"
76.0
76.0
76.0
75.0
73.6
66.9
01.3
66.6
62.6
49.1
46.0
41.8
38A"
75.0
76.0
76,0
76.0
76.0
73.2
67.1
61.9
57.6
'63.7
60.3
46.6
38"
76.0
76.0 _
76.0
75.0
76.0
75.0
71.6
68.0
81.3
67.2
63.7
48.6
30"
75.0
76.0
76.0
76.0
76.0
76.0
76.0
75.0
73.6
68.7
84.4
68.3
24"
76.0
76.0
76.0
76.0
76.0
76.0
76.0
76.0
76.0
76.0
75.0
72.9
a
ik
aa'
DESIGN SCHEDULE NOTES:
a
1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
POSITIVE (;) AND NEGATIVE(-) DESIGN PRESSURES FOR
USEWITHMULLION SYSTEM IN POUNDS PERSQUARE
FOOT(PSn
2 FOR DETERMINATION OF MULLION SPANS AND
TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 2.
3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE
O
OF CLIP PER MULLION, USE THE LESSER ALLOWABLE
m
DESIGN PRESSURE.
4. 'GM POST CUP MAY NOT BE USED FOR
3
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
a
(CMLI •
6. ® DENOTES CONDRIONS NOT ACCEPTABLE
d K
FORUSE.
ire
¢
Ws
Robtl d �ti0. PE
FIwIa P,E W.ID7s2
140 49752 `10:
Pfasrietea4eHV i
DESIGN SCHEDULE:
1"x4"
MULLION WITH 'GOAL -POST' CLIP
a
9FFk
W
AESIONSCHEOULENOTES•
a�'
a
1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
POSITIVE (+) AND NEGATIVE() DESIGN PRESSURES FOR
USE WITH MULLION SYSTEM IN POUNDS PERSQUARE
FOOT (PSF}
2. FOR DETERMINATION OF MULLION SPANS AND
TRIBUTARY WIDTHS, SEE ELEVATIONS ONSHEETZ
1g A
rya
3. FOR INSTALLATIONS UTILIZING MORE THAN ONETYPE
O
OF CLIP PER MULLION, USE THE LESSERALLOWABLE
DESIGN PRESSURE,
mG
4. WALP091' CUP MAY NOT BE USED FOR
^ F
INSTALLATIONS TO CONCRETE OR CONCRETE OLD=
G
(CM4
1
i
S.
=m p Z
F®DENOTESCONDITIONSNOTACCEPTASLE
�LL ms
am Jill
DESIGN SCHEDULE:
Vx4"
MULLION WITH 'T-CLIP'
OR'C-CLIP'
V;
� �
LaL�
aib
'g
E E
Robw J.MowgPE
FlWWB P8. Nm 49M
yttaa"ntrrarJrJr
5 JkIAES 1
.a�
�yG�'.
6y4ti
•. c No 49752
1�
w ST 7E Fes:
d'°SS.OrNA
MULLION
_ SPAN
TRIBUTARY WIDTH
18" 21" 24" 27" 30" 33" 38° 38" 42" 4b" 48" 63"
108"
48.8
41,0
96.4
32.4
28.2
28.5
24.9
22.4
20.8
19.4
18,2
16.5
100"
61.6
44,1
38.6
34.3
30.9
28.1
26.8
23,8
22.1
20.6
19.3
17.6
88"
63.7
48.0
40.2
35.8
32.2
28.3
28.8
24.6
23.0
21.5
20,1
10.2
fl0"
67.2
49.1
42.9
38.2
34.3
31.2
28,0
28.4
24.6
22.9
21.6
18.4
88"
68.9
61.3
44,8
38.9
96.9
32.7
29.9
27.0
26.7
24.0
22.6
20.3
84" _
81.3
52,8
46.0
40.g
38.8
33,4
30.7
26,3
28.3
24.5
23.0
20.8
80"
84.4
65,2
40,3
42.8
38.8
38.1
32.2
29,7
27,8
26.8
24.1
21.9
78"
88.0
68.8
49,6
44,0
39.0
30.0
33.0
30,6
28,3 �
20A
� 24.8
22.4
78"
87.8
68.1
50,8
46.2
407
37.0
33.9
31,3
20.D
27.1
26.4
23.0
77'
71.8
81.3
63.7
47.7
42.9
39.0
36.6
33,0
30.7
28.0
28.8
24.3
80"
76.0
60,9
66.6
62.0
48.8
42,8
38.0
36,0
33.4
31,2
29.3
28.6
80"
76.0
73.8
84.4
67.2
b1.6
48.8
42,9
39.6
38.8
34.3
32.2
29.2
64"
76.0
76.0
71.6
83,8
672
62,0
_
47.7
44.0
40.9
38.2
36.g
32.4
60.8"
76.0
76,0
76.0
87.9
81.1
65.6
60.9
47,0
43.8
40.7
38,2
34.8
48"
76.0
76,0
76.0
71.6
84A
68.6
63.7
49b
48.0
42.9
40.2
38.4
42"
76.0
76.0
76.0
76,0
73.8
80.8
81.3
60.8
62.8
48.1
48.0
41.8
38,4"
76.0
_ 76,0
76.0
76.0
76.0
73.2
07.1
81.9
67.6
63,7
60,3
46.8
N.
76.0
7b.0
76.0
76.0
76,0
76.0
71.6
88A
81.3
67.2
63,7
48,6
30"
76,0
76,0
76.0
76.0
76.0
76.0
76,0
76.0
73.8
68.7
84.4
G8.3
24"
76.0
76.0
76.0
76.0
75.0
76,0
76.0-
, 76A
76.0
76,0
76.0
72.9
MULLION
SPAN
TRIBUTARY WIDTH
18" 21" 24" 27" 30" 33" 30" 39" 42" 4b" 48" 53"
108°
68.0
50.b
44,2
38.3
3fi.4
32.2
29,6
27.2
26.3
23.8 _
22:1
20.0
100"
70.2
60.2
62.7
48.8
42.1
38.3
36,1
32.4
30,1
28.1
28.3
23.9
98"
76,0
88.0
59.5
62.8
47.8
43,3
39,7
38.8
34.0
31.8
29.8
27.0
ea'
76.0
76.0
72.3
84,2
67.8
62,g
48,2
44,6
41,3
3g.6
38.1
32.7
8fi"
76.0
76,0
76.0
_
73.8
88.3
80,2
b6.2
61,0
47,3
44.2 '
41.4
37.6
84"
76.0
75.0
76.0
75.0
71.1
64.8
b9,3
54,7
60,8
47.4
44.4
40,2
80"
7b,0
76.0
T6.0
76.0
76.0
74.8
88.8
83.3
58,8
54,9
61.4
48,8
78"
76.0
� 7b.0
75.0
76,0
76.0
76.0
73,7
88.0
83.2
68.0
g5.3
50.1
78"
76.0
7b,0
75.0
76.0
_
76.0
76.0
76.0
71.9
88.7
82,3
68.4
62,0
72"
76.0
76,0
76.0
76.0
7fi.0
76.0
76.0
78.0
74,6
88,8
65.2
69.1
BB"
76,0
76.0
76.0
76,0
76.0
76.0
75,0
76.0
76,0
76.0
71.2
84,4
60°
7fi3O
75,0
76.0
76.0
76.0
76,0
76,0
76.0
75�0
76.0
76.0
70.9
64"
75.0
76.0
76,0
76.0
76.0
76.0
75.0
76.0
76,0
76.0
76.0
76.0
60,8"
76.D
75.0
75.0
76.0
76.0
76,0
75,0
76,0
76.0
76.0
75.0
76,0
40"
76.0
76.0
76.0
76,0
7b.0
76.0
76.0
T6.0
76.0
76,0
75,0
75,0
42"
76.0
76,0
7b.0
76.0
7b.0
75.0
75.0
75.0
16,0
_
76.0
76.0
75.0
38.4°
76.0
76.0
76.0
76.0
76.0
76.0
7b,0
76.0
76,0
76.D
76.0
76.0
38"
75.0
76.0
75.0
76.0
75.0
75.0
76,0
76,0
76A
76.0
76,0
16.0
30"
76.0
76.0
15.0
7b.0
75.0
7b,0
76.0
76.0
76.0
7b,0
76,0
7fi3O
24"
75,0
76.0
75.0
75.0
75,0
76.0
•75.0
76.0
76.0
76.0
76.0
76.0